Factors affecting the shrinkage of fly ash geopolymers

By C. Ridtirud, P. Chindaprasirt, K. Pimraksa. 2011

149 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/008d7c0f983b940cd83c3023a33379ed469b8692

How researchers see this paper

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In Civil and Structural Engineering

1. Rayed Alyousef
2. Hisham Alabduljabbar
3. W. K. Part
4. Mohamed El-Zeadani
5. M. Ramli
6. Y. H. M. Amran
7. C. Cheah

Citations in the corpus

• An overview on the influence of various factors on the properties of geopolymer concrete derived from industrial by-products (2015, methodology): “[34] reported the optimum SS/SH ratio for FA based geopolymermortar to be 1.”
• Clean production and properties of geopolymer concrete; A review (2020, background): “In GeoPC, creep and dry shrinkage could be reduced by adding the least volume of water possible in the concrete mix, increasing the relative humidity of air, minimizing the cement paste volume, reducing the water/binder ratio, and adding large coarse aggregates and a little bit of steel fibers (Duan”